Performance-Based Analysis of a Reinforced Concrete Shear Wall Building

<p>PERFORMANCE-BASED ANALYSIS OF A REINFORCED CONCRETE SHEAR WALL BUILDING</p> <p>Garrett Richard Hagen</p> <p>In this thesis, a special reinforced concrete shear wall building was designed per ASCE 7-05, and then the performance was investigated using the four analysis procedures outlined in ASCE 41-06. The proposed building was planned as a 6-story office building in San Francisco, CA. The structural system consisted of a two-way flat plate and reinforced concrete columns for gravity loads and slender structural walls for seismic loads. The mathematical building models utilized recommendations from ASCE 41-06 and first-principle mechanics. Moment-curvature analysis and fiber cross-section elements were used in developing the computer models for the nonlinear procedures. The results for the analysis procedures showed that the building met the Basic Safety Objective as defined in ASCE 41-06. The performance levels for the nonlinear procedures showed better building performance than for the linear procedures.</p> <p>This paper addresses previously found data for similar studies which used steel special moment frames, special concentric braced frames, and buckling restrained braced frames for their primary lateral systems. The results showcase expected seismic performance levels for a commercial office building designed in a high seismicity region with varying structural systems and when using different analysis procedures.</p> <p><br />Keywords: reinforced concrete structural walls, shear walls, performance-based analysis, ETABS, Perform-3D, flat plate, two-way slab.</p>

Name thesis:degree_name

MS in Architecture - Architectural Engineering

Year dc:date.available

2012

Author dc:creator

• Hagen, Garrett Richard

Contributors dc:contributor

• Kevin Dong

• reinforced concrete structural walls
• shear walls
• performance-based analysis
• ETABS
• Perform-3D
• flat plate
• two-way slab
• Architectural Engineering
• Structural Engineering

Identifier

10.15368/theses.2012.120

OAI identifier oai:identifier

oai:digitalcommons.calpoly.edu:theses-1848